EP2381045B1 - Mechanical connection for prefabricated reinforced concrete articles, and their production method - Google Patents
Mechanical connection for prefabricated reinforced concrete articles, and their production method Download PDFInfo
- Publication number
- EP2381045B1 EP2381045B1 EP11162573A EP11162573A EP2381045B1 EP 2381045 B1 EP2381045 B1 EP 2381045B1 EP 11162573 A EP11162573 A EP 11162573A EP 11162573 A EP11162573 A EP 11162573A EP 2381045 B1 EP2381045 B1 EP 2381045B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plate
- anchoring
- hole
- bar
- front surface
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 5
- 239000011150 reinforced concrete Substances 0.000 title claims description 4
- 238000004873 anchoring Methods 0.000 claims description 43
- 230000002787 reinforcement Effects 0.000 claims description 7
- 230000005540 biological transmission Effects 0.000 claims description 3
- 239000004567 concrete Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 claims 2
- 238000005266 casting Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
Definitions
- the present invention relates to a mechanical connection for prefabricated articles of reinforced concrete (hereinafter known as r.c.), and a method for producing such articles able to be connected together by said mechanical connection.
- Figures from 1 to 4 herein, taken from EP-A-1932979 show one embodiment of the relative mechanical connection. Specifically:
- the mechanical connection shown therein comprises:
- each anchoring hole 16, 17 and 18 there is also provided a washer 19, 20 and 21 disposed between the head of the socket-head screws 13, 14 and 15, and the plate 1.
- said first anchoring means 3 comprise five substantially parallel anchoring bars disposed in pairs in proximity to each of the two anchoring holes 17 and 18, and one disposed in proximity to the anchoring hole 16. The near end of the anchoring bars 3 is welded to the face 7 of e first plate 1.
- said second anchoring means 4 also comprise five substantially parallel bars, of which four are welded in pairs to each of the two sockets 11 and 12 and one to the corner socket 10.
- the bars 3 and 4 are normally of steel, of the improved r.c. adherence type.
- the second plate 2 can have a considerably smaller thickness than the first plate 1.
- the bars of the first (3) and second (4) anchoring means must have a length such as to enable them to be superposed on the reinforcement rods of the relative article by an amount sufficient to enable these to receive by transmission those forces acting on the anchoring bars 3 and 4 (so-called transmission by bar superposing).
- the object of the present invention is to obviate the aforedescribed drawbacks.
- the first and/or second anchoring means are not yet present in the forms when the respective totally or partially preassembled reinforcements are inserted into them, no difficulties are therefore encountered in effecting this insertion.
- anchoring means are produced separated from the relative plates, they and the plates can be handled individually, with the advantage of being of decidedly lesser weight than said first and second assemblies comprising the anchoring means rigid with the relative plates from the start.
- connection means comprise outwardly flared though holes provided in the first and second plate, to insertingly receive from the outside (through a hole provided in the casting form) the corresponding anchoring bar, which has its outer end shaped as a flared head to be received in the corresponding said flared through hole.
- the flared through hole presents a longitudinal cut enabling a tooth present on the lateral surface of the bar to pass through such as to form a connection of bayonet type between said bar and the relative plate.
- the invention also relates to a method for producing prefabricated r.c. articles able to be connected together by the aforedescribed mechanical connection having the features of claim 3.
- Figures 5-7 show only a small portion of the first (1) or second (2) plate (normally of steel) forming part of a mechanical connection of the type described in EP-A-1932979 , namely that plate portion in which an end part of an anchoring bar 3 or 4 ( Figure 8 ), forming part respectively of said first (3) or second (4) anchoring means, is connected to the relative plate 1 or 2.
- this plate portion presents a through hole 50 which, in the specific illustrated example, presents (proceeding from the front surface 5, 6 to the rear surface 7, 8) a first cylindrical part 51, followed by a coaxial frusto-conical part 52 which enables the diameter of the remaining cylindrical coaxial part 53 of the hole 50 to be narrowed.
- This operation of positioning the bar 3, 4 is carried out when the first (1) and/or second (2) plates forming part of said mechanical connection plus the reinforcement (normally totally or partially preassembled) of the relative article 30, 31 to be produced have already been applied in a predetermined position to the casting form (not shown) for forming a relative prefabricated article 30, 31.
- this reinforcement can be positioned easily and rapidly without encountering obstacles, with consequent simplification of production and shortening of the relative times.
- end 56 of the bar 3, 4 close to the tooth 55 is shaped with a head and comprises a cylindrical part 58 connected to the rest of the bar by a frusto-conical part 57.
- the head 56 is able to be received within the cylindrical part 51 and frusto-conical part 52 of the hole 50 when a bar 3, 4 is completely inserted into this hole.
- tooth 55 can be seen to be convenient, it is apparent that the tooth 55 can also be omitted, other means evidently being able to be used to prevent escape of the bar 3, 4 during casting.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
- The present invention relates to a mechanical connection for prefabricated articles of reinforced concrete (hereinafter known as r.c.), and a method for producing such articles able to be connected together by said mechanical connection.
- It is known to connect together two prefabricated r.c. articles by using a mechanical connection comprising, in a first of these articles, at least one male connection element projecting from said first article and non-removably fixed thereto and, in a second article, a corresponding female connection element provided therein and connectable to said male element.
- In
EP-A-1932979 , which deals with the known art, it is explained (and is also evident therefrom) that the presence of male connection elements projecting from said first article gives rise to considerable problems when this latter is being connected to said second article. - These problems are solved by the mechanical connection described in
EP-A-1932979 . - In particular, Figures from 1 to 4 herein, taken from
EP-A-1932979 , show one embodiment of the relative mechanical connection. Specifically: -
Figure 1 is a partial perspective view of the mechanical connection alone, the two prefabricated r.c. articles connected together thereby not having been shown (in order to be able to appreciate the component parts of this connection); -
Figure 2 is an exploded perspective view of the entire connection means on a reduced scale, seen from another viewpoint; -
Figure 3 is a perspective view of two prefabricated r.c. articles (in particular two columns) connected together by four mechanical connections of the type shown inFigures 1 and2 ; -
Figure 4 is an enlargement of thedetail 4 ofFigure 3 . - As can be seen, the mechanical connection shown therein comprises:
- a first plate 1 presenting a
first front surface 5 and a firstrear surface 7 from which first anchoring means 3 rigid with the plate 1 project into afirst article 30; - a
second plate 2 presenting a second front surface 6 and a secondrear surface 8 from which second anchoring means 4 directly or indirectly integral with thesecond plate 2 project into asecond article 31; - means for fixing the first plate 1 to the
second plate 2, comprising at least one female element (in the specific illustrated example there are threefemale elements second plate 2 such that the second front surface 6 is free, each female element (i.e. each of the three internally threadedsockets male elements holes Figure 2 ) provided therein. In particular (as can be seen from the arrangement represented in the aforesaid figures) the second fixing means 4 are rigid with the corresponding female elements (10-12), and hence indirectly rigid with thesecond plate 2. - In the specific illustrated example, at each
anchoring hole washer head screws - In the specific example said first anchoring means 3 comprise five substantially parallel anchoring bars disposed in pairs in proximity to each of the two
anchoring holes 17 and 18, and one disposed in proximity to theanchoring hole 16. The near end of theanchoring bars 3 is welded to theface 7 of e first plate 1. - In the specific example said second anchoring means 4 also comprise five substantially parallel bars, of which four are welded in pairs to each of the two
sockets corner socket 10. - The
bars - To mechanically connect the two prefabricated r.c.
columns 30 and 31 (Figures 3 and 4 ) together by means of four mechanical connections such as that ofFigures 1 and2 , they are aligned such that each first plate 1 of thecolumn 30 is superposed on a corresponding second plate of thecolumns 31. When the washers 19-21 have been disposed at the anchoring holes 16-18, the socket-head screw 13-15 is then inserted into each of these holes and screwed into the relative threaded socket 10-12, then tightened to complete the connection operation. - It should be noted that as the bars of the second anchoring means 4 are welded directly to the sockets 10-12, the
second plate 2 can have a considerably smaller thickness than the first plate 1. - The bars of the first (3) and second (4) anchoring means must have a length such as to enable them to be superposed on the reinforcement rods of the relative article by an amount sufficient to enable these to receive by transmission those forces acting on the
anchoring bars 3 and 4 (so-called transmission by bar superposing). - The aforedescribed mechanical connection (falling within the scope of protection of
EP-A-1932979 ) presents however non-negligible drawbacks. In particular, when the first (30) and the second (31) article are produced, a first assembly, formed from the first plate 1 and thefirst anchoring bars 3 welded to it, is positioned inside the casting form, together with a second assembly, formed from thesecond plate 2 with the sockets 10-12 secured to it plus thesecond anchoring bars 4 welded to the corresponding sockets. It is easy to imagine that the not inconsiderable distance which said first (3) or second (4) anchoring bars project inwards from the forms makes it quite difficult to insert the (normally preassembled) reinforcement for thearticle - Another drawback is due to the fact that said first and second assembly can have a considerable weight exceeding the maximum which an operative is allowed to lift by current safety regulations.
- The object of the present invention is to obviate the aforedescribed drawbacks.
- This object is attained by virtue of the mechanical connection according to the enclosed claim 1. The first and/or second anchoring means are not yet present in the forms when the respective totally or partially preassembled reinforcements are inserted into them, no difficulties are therefore encountered in effecting this insertion.
- Moreover, as the anchoring means are produced separated from the relative plates, they and the plates can be handled individually, with the advantage of being of decidedly lesser weight than said first and second assemblies comprising the anchoring means rigid with the relative plates from the start.
- In particular, said connection means comprise outwardly flared though holes provided in the first and second plate, to insertingly receive from the outside (through a hole provided in the casting form) the corresponding anchoring bar, which has its outer end shaped as a flared head to be received in the corresponding said flared through hole. In an improved variant, the flared through hole presents a longitudinal cut enabling a tooth present on the lateral surface of the bar to pass through such as to form a connection of bayonet type between said bar and the relative plate.
- The invention also relates to a method for producing prefabricated r.c. articles able to be connected together by the aforedescribed mechanical connection having the features of
claim 3. - The invention will be more apparent from the ensuing description of one embodiment thereof given by way of example. In this description reference is made to
Figures 5-8 of the accompanying drawings, in which: -
Figure 5 is a front view of a portion of a first or second plate, in this plate portion a through hole being present forming part of the connection means between the plate and, respectively, first or second anchoring means; -
Figure 6 is a rear view of the same plate portion visible inFigure 5 ; -
Figure 7 is a cross-section therethrough taken on the line 7-7 ofFigures 5 and 6 ; -
Figure 8 is a side view of the end head adapted to cooperate with the through hole, shown inFigures 5-7 , of an anchoring bar forming part of the first or second anchoring means. - As stated,
Figures 5-7 show only a small portion of the first (1) or second (2) plate (normally of steel) forming part of a mechanical connection of the type described inEP-A-1932979 , namely that plate portion in which an end part of ananchoring bar 3 or 4 (Figure 8 ), forming part respectively of said first (3) or second (4) anchoring means, is connected to therelative plate 1 or 2. In particular, this plate portion presents athrough hole 50 which, in the specific illustrated example, presents (proceeding from thefront surface 5, 6 to therear surface 7, 8) a firstcylindrical part 51, followed by a coaxial frusto-conical part 52 which enables the diameter of the remaining cylindricalcoaxial part 53 of thehole 50 to be narrowed. FromFigures 5-7 it can also be seen that thesmaller diameter part 53 of this hole is provided with alongitudinal groove 54. This groove enables a tooth 55 (Figure 8 ) projecting laterally from theanchoring bar plate 1, 2 when that end of ananchoring bar Figure 8 is inserted into thehole 50 by itsgreater diameter part 51. To achieve this, a through hole must evidently be provided in the corresponding position in the casting form wall. This operation of positioning thebar relative article prefabricated article - As can be seen from
Figure 8 , thatend 56 of thebar tooth 55 is shaped with a head and comprises acylindrical part 58 connected to the rest of the bar by a frusto-conical part 57. As will be apparent observingFigures 7 and 8 , thehead 56 is able to be received within thecylindrical part 51 and frusto-conical part 52 of thehole 50 when abar tooth 55 is spaced from thehead 56 by a distance just greater than the length of thelesser diameter part 53 of thehole 50, it will also be apparent that, by rotating thebar tooth 55 out of alignment with thegroove 54, thebar hole 50, even when the concrete is being poured into the form. - Although the solution comprising the
tooth 55 can be seen to be convenient, it is apparent that thetooth 55 can also be omitted, other means evidently being able to be used to prevent escape of thebar
Claims (4)
- A mechanical connection for prefabricated reinforced concrete articles, comprising:- a first plate (1) presenting a first front surface (5) and a first rear surface (7) from which first anchoring means (3) are configured to project into a first article (30);- a second plate (2) presenting a second front surface (6) and a second, rear surface (8) from which second anchoring means (4) are configured to project into a second article (31);- means for fixing the first plate (1) to the second plate (2), comprising at least one female element (10-12) fixed to the second plate (2) such that the second front surface (6) is free, each female element (10-12) being accessible from the second front surface (6) and being adapted to cooperate with a corresponding male element (13-15) associated with the first plate (1), the male element (13-15) being removably coupled to the first plate (1) and adapted to cooperate with a corresponding, anchoring hole (16-18) provided therein, wherein both the first and the second anchoring means comprise at least one bar (3, 4), the bars (3, 4) having a length such as to enable them to be superposed on the reinforcement rods of the relative article (30, 31) by an amount sufficient to enable these latter to receive, by transmission, those forces acting on the anchoring bars (3, 4) characterised in that the first (3) and second (4) anchoring means are different and are separated respectively from the first (1) and second (2) plate, connection means (50, 56, 55) being provided, of the type which enables the first (3) and second (4) anchoring means to be connected respectively to the first (1) and second (2) plate when necessary; and that
the connection means comprise:- a head (56) at that end of each anchoring bar (3, 4) to be connected to the plate (1, 2);- for each anchoring bar (3, 4), a through hole (50) provided in the plate (1, 2), the first part (51, 52) of this hole (50), on the front surface (5, 6) of the plates (1, 2), being shaped to receive the head (56) of the relative anchoring bar (3, 4), the remaining part (53) of the hole (50) having dimensions which enable the anchoring bar (3, 4) to pass but not the head (56). - A mechanical connection as claimed in claim 1, wherein in the remaining part (53) of the hole (50) a longitudinal groove (54) is provided which, when the bar (3, 4) is inserted into the hole (50) from the side comprising the front surface (5, 6), enables passage of a tooth (55) projecting laterally from the anchoring bar (3, 4) and located at a distance from the relative head (56) which is just greater than the length of the remaining part (53) of the hole (50), the head (56) having a shape which, when received in the first part (51, 52) of the hole (50), enables the anchoring bar (3, 4) to be rotated about its axis through an angle which prevents its withdrawal.
- A method for producing prefabricated reinforced concrete articles (30, 31) able to be connected together by the mechanical connection claimed in any one of the preceding claims, this method comprising the following steps:- positioning the first plates (1) and/or the second plates (2) with their female elements (10-12), in the required position in a form used to obtain the relative article (30, 31);- arranging the totally or partially preassembled reinforcements for the respective article inside the form;- connecting the first (3) and/or second (4) anchoring means to the first (1) and/or second (2) plates, respectively, by said connection means (50, 56, 55);- pouring the concrete into the form.
- A method as claimed in claim 3, wherein in a wall of said form through holes corresponding to said through holes (50) in the plate (1, 2) are provided, the first on second anchoring means being bars (3, 4) which are inserted in place through the relevant through holes in the form wall.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT000711A ITMI20100711A1 (en) | 2010-04-26 | 2010-04-26 | "MECHANICAL CONNECTION FOR PREFABRICATED MANUFACTURED IN CEMENTITIOUS CONCROMERATE AND PROCEDURE FOR PRODUCTION" |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2381045A1 EP2381045A1 (en) | 2011-10-26 |
EP2381045B1 true EP2381045B1 (en) | 2013-04-03 |
Family
ID=42676820
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11162573A Active EP2381045B1 (en) | 2010-04-26 | 2011-04-15 | Mechanical connection for prefabricated reinforced concrete articles, and their production method |
Country Status (2)
Country | Link |
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EP (1) | EP2381045B1 (en) |
IT (1) | ITMI20100711A1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2023174514A1 (en) * | 2022-03-15 | 2023-09-21 | Leviat GmbH | Precast shoe base and precast shoe |
CN114753517B (en) * | 2022-04-15 | 2024-03-26 | 浙江省建工集团有限责任公司 | Assembled shear wall and construction method thereof |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20002501U1 (en) * | 1999-06-04 | 2000-12-07 | Pfeifer Holding Gmbh & Co Kg | Precast support |
DE102006023296A1 (en) * | 2006-05-18 | 2007-11-22 | Krummel, Gerhard, Dipl.-Ing. | Device for fastening a concrete support on a foundation, in particular a concrete foundation |
ITMI20062327A1 (en) * | 2006-12-04 | 2008-06-05 | Ruredil Spa | MECHANICAL CONNECTION FOR CONCRETE ELEMENTS |
-
2010
- 2010-04-26 IT IT000711A patent/ITMI20100711A1/en unknown
-
2011
- 2011-04-15 EP EP11162573A patent/EP2381045B1/en active Active
Also Published As
Publication number | Publication date |
---|---|
ITMI20100711A1 (en) | 2011-10-27 |
EP2381045A1 (en) | 2011-10-26 |
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